{"id":319444,"date":"2023-11-25T13:10:19","date_gmt":"2023-11-25T13:10:19","guid":{"rendered":"\/forum\/forums\/topic\/total-deformation-computational-and-experiment-are-not-the-same\/"},"modified":"2023-11-25T13:22:35","modified_gmt":"2023-11-25T13:22:35","slug":"total-deformation-computational-and-experiment-are-not-the-same","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/total-deformation-computational-and-experiment-are-not-the-same\/","title":{"rendered":"Total deformation computational and experiment are not the same"},"content":{"rendered":"<p>I am doing a simple tensile strength analysis for blend A and blend B in static structural. I am comparing the results with the experimental results, and I found that the stress results are perfect with a marginable deviation; the strain and the total deformation are deviating by a lot. I couldn&#8217;t figure out what might be the reason. I have done the mesh independence study. I have attached the setup of the tensile strength analysis.<\/p>\n<p><a class=\"wp-colorbox-image cboxElement\" href=\"\/forum\/wp-content\/uploads\/sites\/2\/2023\/11\/25-11-2023-1700917354-mceclip1.png\"><img decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2023\/11\/25-11-2023-1700917354-mceclip1.png\"><\/a><\/p>\n<p>&nbsp;<\/p>\n<p>column B and C are tensile load applied for blend A and blend B respectively. column D and E are for blend A and coloumn F and G are for blend B respectively.<\/p>\n<p><a class=\"wp-colorbox-image cboxElement\" href=\"\/forum\/wp-content\/uploads\/sites\/2\/2023\/11\/25-11-2023-1700917434-mceclip2.png\"><img decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2023\/11\/25-11-2023-1700917434-mceclip2.png\"><\/a><\/p>\n<p>The experimental deformation for the condition &#8216;DP 0&#8217; is 0 mm for blend A and blend B respectively, and 1 mm and 0.082 mm for the &#8216;DP 1&#8217; condition, respectively. But my result is far off in terms of total deformation for DP 1.<\/p>\n<p>I can provide more information, but being new to the material analysis field, I am not sure what to attach here.<\/p>\n","protected":false},"template":"","class_list":["post-319444","topic","type-topic","status-closed","hentry","topic-tag-acp-compositematerials-1","topic-tag-ansysworkbench-ansys-staticstructural","topic-tag-static-structural","topic-tag-total-deformation"],"aioseo_notices":[],"acf":[],"custom_fields":[{"0":{"_bbp_subscription":["42595","275204"],"_bbp_author_ip":["23.52.43.88"]," _bbp_last_reply_id":["0"]," _bbp_likes_count":["0"],"_btv_view_count":["644"],"_edit_lock":["1700918571:243737"],"_bbp_topic_status":["unanswered"],"_bbp_status":["publish"],"_bbp_topic_id":["319444"],"_bbp_forum_id":["27815"],"_bbp_engagement":["42595","275204"],"_bbp_voice_count":["2"],"_bbp_reply_count":["8"],"_bbp_last_reply_id":["342762"],"_bbp_last_active_id":["342762"],"_bbp_last_active_time":["2024-01-02 16:15:12"]},"test":"mfa3254rit-edu"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/319444","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics"}],"about":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/types\/topic"}],"version-history":[{"count":0,"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/319444\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=319444"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}